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HomeMy WebLinkAboutRevision /y OFFICE USE ONLY: DATE FILED: PERMIT# REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 RECEIVED (772)462.1553 OCT 2 7 2021 APPLICATION FOR BUILDING PERMIT REVISIONS 8t Lugp uo„,�,, PROJECT INFORMATION LON/SITE ADDRESS: _94'17 Tit N/iy Li�41 G DETAILED DESCRIPTION OF PROJECT REVISIONS: 2EV/s/c v Fri/Z Sn cG/T G G✓�2-En t b JT GEC ✓ U2/Fxc/ ✓(r- �ffOWS Z,� /✓.gic.C-2 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: D. Q. hY &-rn.0 QUALIFIERS NAME: gIL,,gn • dsyr-ic7sca� ADDRESS: i ,?a c., u.c� diLro,E CITY: 6,79 STATE: ,Cc ZIP: 3Z�07 PHONE (DAYTIME): 79 /Z FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: _ STATE: ZIP: PHONE(DAYTIME: Fes: ARCHITECT/ENGINEER INFORMATION: NAME: 4, O D C,Silr.v rr/_+ o c ✓' ADDRESS: Zls,/ f/t✓y ff/A CITY: viJsfln �A-/zao� �cwel,J STATE: �L- ZIP: 3Z�i�7 PHONE(DAYTIME): 3z1/ - Iya 2- 3Sc) FAX: SLCCC. 9/2 IISION Bevis 0 File Copy iF • -- - October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772)462-2172 Express Homes Creekside Lot# 19 Product Approval Revisions To Whom it may concern, At the builders request we have revised the product approvals to the latest product specifications. Please see the attached revised sheets. Sincerely, RECEIVED OCT 2 8 2021 Permitting Department St. Lucie County J Michael C. Anderson, Architect Florida Architect#AR173O5 File Copy 2194 Hwy AIA• Indian Harbour Beach,FL 32937 Phone:(321)802-3591 AA0003325 www.abdesigngroup.com Product Approval Submittal Affidavit FLORIDA PRODUCT FL#or Miami- REVISION Glass Building Design Product Design APPROVAL Product Model # Manufacturer Method of Attachment Dade REVISION EXPIRATION DATE Description Pressure Pressure For anchoring through frame into wood framing or 2x buck use#10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Doors Non Impact into masonry /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38)/(-48) (+50)/ 00) minimum embed. Into substrate. Locate anchors as shown in elevations and 2194 H WY A1A,SUITE 301 installation details. INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 For anchoring through frame into wood framing or 2x buck use#10 wood screws www.abdesigngroup.com with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown AA#: 0003325 in installation details.For anchoring through frame into masonry/concrete use FL15353.2 R5 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum (+38)/ (-48) (+48.1 / (-48.1) h embed.w/ 1" min. edge distance. Locate anchors as shown in installation details. rn C4 For anchoring through frame into wood framing or 2x buck use#10 wood screws o ul U with sufficient length to achive a 1 1/4 minimum embed. Into substrate. Locate W Z w anchors as shown in elevations and installation details.For anchoring through frame = 4 FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38)/ (-48) (+60)/ (-60) U Reviewed O n �� o N J Comd' minimum embed. Into substrate w/min 2 1/2 edge distance. Locate anchors as h Qr 0 ER I E ineering 0ni�Sciences shown in installation details. Cq Q U J Z For anchoring through frame into wood framing or 2x buck use #10 wood screws 4 ca 0 with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame ti C FL14634_1 R5 12/31/2022 Sliding Glass Door Builders Series 4780 Ply Gem Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33)/ (-41) (+50)/ (-50) q minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. ti RecelvPD ti OCT 2 8 InIl For anchoring through frame into wood framing or 2x buck use#10 wood screws Perinittin9 papyr.mbn' with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate St. Lucie Cwnty Series 420 anchors as shown in elevations and installation details.For anchoring through frame FL15332.2 R6 12/31/2024 Sliding Glass Door(Alt) MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33)/ (-41) (+48.2)/ (-48.2) Aluminum SGD minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as shown in installation details. REVISION 1/4" concrete screw 6" edge distance @ head,4" edge distance @ jamb,4" each Opaque single door with � ILI File Copy transom FL20461.17 R6 12/31/2021 Smooth Star Thermo-Tru N/A side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and (+36)/ (-47) (+47)/ (-47) jamb. Min,embedment of all anchors to be 1 1/4" 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C O FL16107.3 R14 12/31/2023 Double Garage Door 16.2x7 73 W6 Clopay N/A (+29)/ (-35) (+36)/ (-42) _ W 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end m FL8248.11 R20 12/31/2023 Double Garage Door(Alt) 8024 Wayne Dalton N/A distance of 4". Max fastener spacing of 20". 3/8" dia.X 3" long lag screws with 1" (+29)/ (-35) (+34.4)/ (-38.3) \ OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting structure. 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between g (Alt) Series 170-175, 177, jamb and bracket location. 2 3/4" min edge distance. ( ) ) ( ) ) FL14170.7 R14 12/31/2023 Double Garage Door Alt Overhead N/A j g +29 / (-35 +34.4 / (-383 180-185, 187 IgUBDIV. a LOT: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. C REEKS IDE heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails PHASE 2 FL30310.1 Rl 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A per shingle placed 6-1/8" above the butt edge,approx. 1" and 13" from each end N/A N/A and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but LOT # 19 not cutting into shingle surface. PROJECT* Miami-Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring 04321.200 019R1 FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A shank nails spaced 6"O.C.at all laps and three staggard rows fastened 12" O.C. in the field. MODEL: FL5259.1 R32 12/23/2023 Underlayment (Alt) Polystick IRXE Polyglass USA N/A Self adhesive EXPRESSSHINGLE FL17322.1 R7 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive GARAGE 31111IIJG: FL34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Coming N/A Self adhesive Self adhesive PAGE' FL27076.16 Rl 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A 60 MPH EXP. C FL15272.1 RS 12/31/2023 Soffit 2TSaffit Aluminum Alside N/A Install per manufacturers recommended requirements. (+31.6)/ (-38.8) (+75)/ (-75) Install per manufacturers recommended requirements.SEE PA2 FOR CODE ARCHITECT- FL33919A R1 12/31/2024 Soffit (Alt) Variform Soffits PlyGem N/A +31.6)/ (-38.8) (+157)J (-46.1) STATE OF FLORIDA IR E TS N S L TI N ( Install per manufacturers recommended requirements. . FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A (+31.6)/ (-38.8) (+54.2)/(-54.2) FL37824.1 RI 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6)/ (-38.8) (+106.8)/(-141.6) OCT 14 2021 Install per manufacturers recommended requirements. FL121942 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6)/ (-38.8) (+80)/ 00) MICHAEL C. ANDERSON AR NO 17305 Hurricane Panels Less than Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 24 GAGE N/A concrete/ masonry, 2 1/2" min.edge distance, 12" o/c max. spacing. Can be N/A (+47)/ (-53) 6'span MFG. headed screw or all thread but with wing nuts. DA 08/19/21 Hurricane Panels 6'span or Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in SCALE: 1/4"=1'-0" FL16293.1 R3 12/31/2021 more 24 GAGE MFG. N/A concrete/ masonry, 2 1/2" min.edge distance, 12" o/c max.spacing.Can be N/A (+45)/ (-50) headed screw or all thread but with wing nuts. SHEET headed FL17147.1 R5 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A tl CONTROL DATE 08.IW021 JJJLLL JL 3 BILL OF MATERIALS 5e:rsrl5 .V i`' ITEM NO.; PART NUMBER OESCRFPTJON MANUFACTURER MATERIAL Rry rr^rxlvnnt. REi' OESC46Tr GN G 1/=-E 4�iP nA� '��'" ,'J ri" - 1 i' SOFFT AI PHA AI IIM6NI lh^NC AI IIM'iNIIM:1106-H7A ' C .a FLU N_'!L� . v. "`Al U._LC_ C H;.`I " ;L. E r. RF41+Fn N.'TFS 5 A' 5 AVF P.FTAI r oni 'r/2rog RI '"C1'` I 2 F CHANNEL JALPHAALUNIlNUKI INC ALUM NUh1 3165-H2E • !� 3 J(;WLNNI:' IALFHA A.LIJNVNUAA INC ALUMINUM 31U5 H2E NO Es e ' 1 HL t I H0AT F-LHEI : i'_ L t- AND HP. P.;.JIJF?ED G COW-Lr W IH q 0 _ fl 0 _ 1?2" �LOUIh LPALN 1 F -I_ h r L u�U11_ I uE 2194 HWY AIA, SUITE 301 It - ffff } ,,r 2. y (nl) FRAMING A:-D mAs,JTNPY ^.= '�I" E I'TIE . AND ANICHOP.EC TO FRO=.=RL+ INDIAN HARBOUR BEACH, +rl U � _ U _ PA\:.Fh- AI I .A)S 0 S RUC UP^ F VI I.'A ONRY O�h NiNG IS IHh ' { _ a�r7w_ �LITY OF T = A,CI IIT_c R C C r -C_ORC. FRAM E 3 ILCIN FLORIDA 32937 FI a hl?P4h Hl Jll ItJL' i ��-��_ R" O HFR-. t _ W 1 3. ALLO`.4kBLE STRESS IP1CR=iuE OF 1/3 iz,�.'_ T : _!J IN 'HE Cf51GN OF THE PPCfI'.:C:T p1 h;i,A#JF' dUll(11NC= /!- i� �Y C; HEH_ */r ��-` PH:321-8023591 a � _ 3,�?» HCWN FE<ElN. 'WIND _0A: DURATION FAC e:F J I t, WAS USED =OR OK)CD n- !4 � B" OTHERS �`�^ 'r' �,�.;�' www.abdesigngroup.com ' FI IT tT t1 (7 lA" II II II II II I "AlLAI ?JIAI :;`, , +� _ _ _ - AC . ;r A r 4.. -P.AMC NA C I L r._..L>> 1?OL_CO FJRu "I >I-''_ I _i✓. - SS' '"°..��„ THIS IS : CT A BRACE �� , _ tr IS f APTp F1F'A�^ THIS IS ''AAT4OF 'L TI II THI fl � A 5 _ s .,. +.. ]HISIS OAR] OF 1 R.I)0 SUSS �}cT-AJ � v AA#• 0003325 5. -CJR ANCHG' I R:: NCO FP�,AII It. . : I { -L r4" T'41+A FAiPfl'_D STA.iN�55- +�+ ��. -�.� `�- �- f .f J':7= TPII'j � STF`-' iT EL NAILS ITH �'� HE A' _ : '7 � ,� " 'F p -1.-. E :. Irrl E :E ur ...LING. f ji ry I I: R� AA.5+ ill C IT T _T _C �•r5/ft T R -T `'- 4 !i�" -,..Bn +} G.,'�2" ?,r' =r r r :: FT 1 C� rNl' O 1 J r rlu I Ir F .�F T . - - - ALL - TL' i -C ' ., :fSU1C? E-,I-TAINT ". ,r- 8. T L T H P, HALL : 11 LEh I . ,.•IT- u H _ V %d f I AI It?hJ ir; I ..` :'H -�.I I ,F . 4 r:'I•�` w Z W T-'7F- TH --F T I -'.- TH T-F {i II':. 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ANDERSON INS-ALLATION DC"A LS �0 OFF+,ty 3 ?)CC y FIB" ai - ��`s N " �ii r.�xa'v rrvR No ant '�rfx'� "'M4CiR10'�;''. ti 'tv TI ICI`t;"s r,. : .. .r 2'1 OwwM;,: �"G e+c. Ner �•;LL C1R.401:"+r •d.l . LTR-Il?198 r. �rs'S' t ,a` •. r , `�._, �' i4 . .,• C3 AR NO 17305 f{ / MAL t MASC J"r', ^ONCRET- DE'Ah. C V._ OS 02198 C f7 SI4 +� yti NTS ""n 06/05/9"S. "''"'� OF c �2xiall'liffik\ 3Y ,.THER3 MASG,'t'RY+C0ACRET£!.N&7AL ATkW SCUR :ir snE_r III N11L ,1'\� W.(F CHANNEL AAVMAYLS NTS - 08/OS/13 h nF S illllly�, L 9i0&ER OEMOA3PE LRDB:PTDLONA6P� PRINT ra.;.?[rv'aa'uall�ao.nwrssai xcw Luis R. Lomas P.L. r&TEH-,0 NOTE 6For?EMBIEDMEN7' L:J-s R. Lnmcs P.E. . O8 19 21 -AVjYWX)FDM RrtFA .W(F WsG 74E3 DATE. -. s3d.564-�Sd9 rdamas�'rvrnespadn FL No.: 82514 rL No.: 6251A SCALE: 1/4"=1'-0" SHEET CONTROL DATE 08.192021 �_ ,st,r.or<yasnl;s�cntu'€ter+rxEss�Fsmrse - � " F"r�sTEN�R3 I �Rc�,' a�,�tf. Jf�M "9R'� {�.lri.orr� �� ""' saolrl'St'ata xAst,� �/ Raaa-r rt,b AS ; $ . 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St< ntr uual Ell nteer Flar9ds icense#19354 t RESIDkiVT1,1t.CODE TN SEMOd R703A= Y MANDATE THAT THE DFSIGN SYiNSI � i'1 silltE.^s 4N'+'aFFll'S ARE T0b11'I M 9Aat3EA.S T2W ADJ01NwG WALLS- •l�* HR Engirneering, Inc. TAT£r1t F418 z"2t , f Pfl0.ECC�aZ lagZQfl��-SNFiT�_bF._�..... iftt l r i c r� ._'. vv,CtFMF SHORT 5VAN AlgD 1ANG 82TAN TABIZ-a ovmaAi T12 W VE3 V,ALUE.3 RLV1at11d1E '%%.cur .. s �s.J,s.•.� W C e's ?n0JEGTNAAdG.VRRIFort y,- S06NiT5- dgRl A rr�lN�d�r�tiiad ia� GOWRN AM SHOULD BE USED IN INTrALL ATION DWIQNS. wcln,� GE a A-- FOAM SY.E1.��cEv� � AI.T.f 1AIABLE DESIGN WIND PRESSIUMS INPSF m.. 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LO 1 # 1g luau a(Atumiaum)IF MAI +216.0 +127.8 +84.4 +59.8 +44-6 nut cads pssel'ss 7"wldo. and-307g7 vcwa-76798 -20(0 -12Z2 -303 •57.2 -42-1 PROJECTAF 'Qua 16",StapU +216.0 +127.8 -E844 +54.8 +44.6 Dvub!a5It%-T'Vowcaevay50wwssv&ib, 04321. 200 019R1 Solid-.36"" L'aSW-36945 -2463 -122.2 -90.7 57.2 -42,7 and tack pant is l4"wWe 3Su,'ukuittflvuWo6{Al,minurrs}12",Nnlle +227.3 4-134-5 aH8.8 +63.0 -47.0 MODEIL,,- Sotid•-36182 VenW-36783 3 -217.4 -129.6 -84[.1 60 •44.9 Trpfa'_ illbars'N"grooves ewry3.1/3" E PliECC" Li-n- 111 70%6(Aluniki=i)12",StbpSro 7.3 ,..+134.5 +88.8 163,0 '�474 gc ca wideh,nadcach.,paa 1 d is tv,wide. 1 S S Solid-36782 Vsated-36783 -217A .128,6 -84,9 -60.2 44S Dwahaill Triple 4 (Aluminum)12,Nails +2213 4Jt M4 S +88.8 4-63.0 447.0 SHINGLE 1rd;il-1y-"87 erm r'vag-366SR =217A .129.6 - .94-9 •602 46.9 Full vent-30%9 GARAGE STFMG: L1,=rm t h*-pty 4 (Ahrmin"ct..}U".".Stnpfen -t22'7;3 +134.5 4".8 •tifi'x A =47.0 Solid-36687 -2I7.4 -129.6 -943 -602 .44.9 4swor V"d-966E8 14 Vc[u-36689 -€0 V('Akxa Chita]12",harts Solid 367C8 +117.1 +1I6.ti 1-54.6 +40.7 CeWW-Yea[06769 Vrutc3--36770 -180.4 -111.5 -73.6 -52.2 38,2 PAGE: A13 T4 C,Uwr[nun)12"„Stapp S0 43676B +197.1 +116.6 +77.0 +54.6 y +40.7 CAatrrYmr-36769 VmruE-36770 -189.4 I11S 736 322 -38,2 M? RA77EVS 7-1l44LR 17R AA4 L. T)bta t9 tCa_zvtlt4vissa IamfmidonSkaIcf2 Ar7B +€EO 70 wa4t+[trK hAM'#Lx �wr'ql -n5 �Bx ,Z" WOOD '. J z' LD'va ,Coor"rrvc � �,V&�•Z a t;`gvc 4FQS x; y �6" 60 MPH EXP. C , � 6A�E�{� rN LAch' A'ArG kE"1 AesclA ARCHIFIFSTATE OF FLORIDA PASefR � Yrrti7 Yr+AlF¢ahl MVtt7rAAN 7ABI M% ,HAk. FpsiCVL+TS �fFfi Cf .r.OMd R LAVE wr t>r.V UArLr MITvD .AT 8'A rfGNS 1.�.'�yti�,'. 5h 1 °�0 '� OCT x MICHAEL C. ANDERSON S OFF"'T Fog !4WiGF- EA yr-S tarsig EXTERIOR CEO11��� =- � " 'r AR NO 17305 .--- 1vor -re .SGRLe- d.'. j'�..I rT C`� 'J'C`� IMMINT Alters s. ves P-E. M StuGfttral En ear lorzdaLi eltse19354 rfJr"�rrsr+ rlini4y,`� ATE: 08/19/21 _ SCALE: 1/4"-1'-0" HIS 4nglnaQrin9, in E1,ATE - B zaar P =crttR ztazc oea sleT_ 2:ge 2 rh✓f /YT ar s rrr Al LMtrru,r# I' Fey.- d 1 SHEET , -. - G1fRDi't` Yr€+21Ppl3�_� BtY. �.-..���wEs �, P80JECTts4,tE. vA+31i'p 3pfs r,T- a A CONTROL DATE 08.192021